Hitchcock |
Code of Ordinances |
Title XV. LAND USAGE |
Chapter 150. BUILDING REGULATIONS |
Article III. BUILDING CODE FOR COMMERCIAL AND RESIDENTIAL BULKHEADS |
§ 150.28. Bulkhead specifications.
(A)
Pilings; stringers; centermatch; deadman/tieback specifications.
PILINGS
Treatment: no less than CCA 2.5
Size: no less than 6" x 6" x 12' or 8" x 12' Butts
Penetration: no less than 60 percent
Spacing: 5' on centerSTRINGERS (Outside)
1) no more than 2' space between top stringers and center
2) shelf level for bottom stringersSTRINGERS (inside - Facia Board)
Treatment: no less than CCA 2.5
Size: no less than 2" x 8" roughCENTERMATCH
Treatment: no less than CCA 2.5
Size: no less than 2" x 10" x 10'
Penetration: no less than 35 percentDEADMAN OR TIEBACK SPECIFICATIONS
Size: no less than 8" x 8" x 10'
Depth: no less than 3'
Length: no less than 15'
Rods: no less than 3/4" material galvanized
Sucker Rods: no less than 1" x 20' w/ 10" augers galvanizedAll deadman should be put in horizontally no less than 15' back - preferably 20'.
(B)
Reinforcement.
Height Above Mud Line
(Exposure) FeetMinimum Length
of PanelHorizontal and
Vertical Reinforcing7' or less Height X 2 #5 bars @ 6" O.C. 6' or less Height X 2 #4 bars @ 6" O.C. 5' or less Height X 2 #4 bars @ 7.5" O.C. 4' or less Height X 2 #4 bars @ 7.5" O.C. Greater than 7 feet: Provide Engineering Design and Certification.
(C)
Properties.
Physical Properties Unit Box-Ribbed Deep-V Material Vinyl Vinyl Weight lb/ft. 1.8 1.8 Thickness in. 0.2 0.2 Linear Coverage/Sheet in. 10.5 12.0 Depth of Cross Section in. 6.0 3.0 Mechanical Properties Unit Box-Ribbed Deep-V Tensile strength lb/in 6,300 6,300 Flexural strength lb/in 13,000 13,000 Flexural Modulus lb/in 380,000 380,000 Section Modulus in /ft 6.1 1.5 Moment of Inertia in /ft 19.3 2.2 Maximum Moment lb/ft 3,600 900 Allowable Moment lb/ft 1,200 300 (Ord. 99-753, passed 10-18-99)
DETAIL A: BULKHEAD CONSTRUCTION DETAIL B: CAP AND TIE ROD SYSTEM